HomeMy WebLinkAbout83-1570 - Retaining Wall & Site PlanELEVATION
16.00 _
9.00 —
C�7
EXISTING FIIV131-1a1J Lilt(-11u1—
43+79
ri
8" NP.
_.. JSHEO STONE BASE
OR UNREINFORCED CONCRETE
PAD
SCALE: NONE
TOP OF COASTAL BANK
(RECORD LOCATION)
(RECORD LOCATION;
EXISTING BRICK PATIO
TO BE REMOVED AND
REPLACED WITH NEW BRICK —�—�—
PAVERS INSIDE RETAINING
WALL AREA
WORK LIMIT
SILT FENCE WITH HAYBALES
co �
28,11 +/-
N
WALL PROFILE
SCALE
1 "= 5'
J 0 O 0
O0 0 O
PLAN
a i a
CONIC. BLOCK &
BRICK PATIO
PLAN REFERENCE:
1. TOPOGRAPHIC PLAN OF LAND IN WEST YARMOUTH, MA
AS PREPARED FOR ALFRED J. BUTTERS, BY SOULE LAND SURVEYING, DATED SEPT. 17,
2001
2. WORKING PLAN OF LAND IN WEST YARMOUTH, MA PREPARED FOR ALFRED BUTTERS
DATED JUNE 16, 2000, BY DOWN CAPE ENGINEERING, INC.
9Q00,
S�M�RS
ET STR
PROPOSED
90.0 0
000
SCALE: 1 IN.=10 FT.
FEET
0 5 10 20 30
P
CAP
COMPAC
UNIT
2
STEEL FENCE
OR RAILING
CONCRETE
TOP OF WALL SECTION
FENCE DETAIL
SCALE: NONE
AREA=5,400 S.F.
00 �
moo'
�S
CATCH BASIN
BENCH MARK
/ EL.=13.88' NGVD
/
52
GEOGRID IS TO BE PLACED ON LEVEL
BACKFILL AND EXTEND OVER PINS.
PLACE NEXT UNIT, PULL GRID TAUGHT
AND BACKFILL. STAKE AS REQUIRED.
CAP UNIT
KEYSTONE COMPAC UNIT
8" MIN. LOW PERMEABLE SOIL
RETAINED BACKFILL
I
I
GRID LENGTH
MIN. 7' STRATA 200 OR' EQUAL
I
I
UNIT CORE FILL_ -rt 3/4" CRUSHED STONE (WASHED)
0 1' MIN.)
w 11 1
z 321 I
0 I
o �I
FINISHED GRADE REINFORCEDLd
BACKFILL
IN. PHI = 30 DEG., WIN UNIT WEIGHT = 120 PCF
6"--� APPROX.
\ ��J EXCAVATION LINE
LEVELING PAD 2'
3/4" CRUSHED STONE
WRAPPED IN MIRAFI 14DN FILTER FABRIC
PLACED ON UNDISTURBED NATIVE SOIL
TYPICAL REINFORCED SECTION
COMPAC UNIT — NEAR' VERTICAL WALL
SCALE: NONE
KEYSTONE RETAINING 1.'A" -L AND STRATA GEOGRID SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS
COMPACTION IS CRITICAL - ALL FILL & STONE SHALL BE COMPACTED
TO 95% OF THE MAXIMUM DENSITY
SCALE: NONE
7/
PLACE GRID OVER PINS,
PLACE NEXT COURSE, PULL
TIGHT AND BACKFILL.
KEYSTONE COMPAQ UNIT
GRID/PIN CONNECTION
SCALE: NONE
OF PgySSgC.
tc1Elf TODD A
0 LaBARGE
STRUCTURAL
Le2wpeT P No. 408400
CrvlL OFF CIS91X44'
kG.3>3d!}1
'/ AIA EN�a
51N1I
REVISED 10/26/01 DIMENSIONS TO RESOURCES
REVISED 10/17/01 WALL RELOCATION
RETAINING WALL & SITE PLAN
IN
WEST YARMOUTH, MA.
AS PREPARED FOR
ALFRED J. BUTTERS
SEPTEMBER 17, 2001
LABARGE ENGINEERING & CONTRACTING, INC.
22 MOSS HILL RD.
HARWICH, MA. 02645
508-432-6360